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HomeMy WebLinkAbout38797-Z(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38797 Date: 4/21/2014 Permission is hereby granted to: Hunt, Dennis & Jooss, Terrence 10 Cardwell Ct Palm Coast, FL 32137 To: construct a New Single Family Residence with attached two car garage as applied for At premises located at: 2400 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-1-4 Pursuant to application dated 4/2/2014 To expire on Fees: 10/21/2015. and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,802.80 CO - NEW DWELLING $50.00 Total: $2,852.80 �All" 6?1 6 e - - Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE .� �► �, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38797 Date: 4/21/2014 Permission is hereby granted to: Hunt, Dennis & Jooss, Terrence 10 Cardwell Ct Palm Coast, FL 32137 To: construct a New Single Family Residence with attached two car garage as applied for At premises located at: 2400 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 106.-1-4 Pursuant to application dated 4/2/2014 To expire on Fees: 10/21/2015. and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,802.80 CO - NEW DWELLING $50.00 Total: $2,852.80 �All" 6?1 6 e - - Building Inspector CGenerated by REScheck-Web Software �(J Compliance Certificate Project 2400 Ruth Road Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,823 ft2 Glazing Area 16% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2400 Ruth Road Benjamin Goodale Mattituck, New York 11952 Modern Green Home 2408 Montauk Highway Suite 2A Bridgehampton, New York 11932 631-899-4225 ben@moderngreenhome.com usingCompliance: Passes UA trade-off Compliance: 26.8% Better Than Code Maximum UA: 839 Your UA: 614 The % Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling: Flat or Scissor Truss 2,887 38.0 5.5 0.026 75 Wall: Wood Frame, 161n. o.c. 5,139 19.0 5.5 0.044 189 Window: Wood Frame, 2 Pane w/ Low -E Door: Solid Floor: All -Wood joist/Truss Over Uncond. Space 830 20 2,887 30.0 0.300 249 0.300 6 0.0 0.033 95 Compliance Statement: The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements In REScheck Version 5.5.0 and to rpmply with the mandatory requirements listed in the REScheck In ection Checklist. Benjamin oodale - Director of Operations 2014.04.21 Name - Title Signature Date Project Title: 2400 Ruth Road Report date: 04/21/14 Data filename: Pagel of 7 K--E]1WgzU-P1 I I L Alk 91 NEW RESIDENCE EXTERIOR PERSPECTIVE - NORTH WEST LOCUS MAP 1 LOCUS MAP 2 ID Name G-000 TITLE SHEET G-001 GENERAL NOTES G-002 CODE INFORMATION G-003 CODE INFORMATION 2 G-004 STRUCTURAL FRAMING DIAGRAMS C-000 PRELIMINARY SITE PLAN A-100 FOUNDATION PLAN A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ROOF PLAN A-200 ELEVATIONS A-201 ELEVATIONS A-300 BUILDING SECTION A-301 BUILDING SECTION A-310 TYPICAL WALL SECTION PROJECT INFO.: MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 0 L. N3 b -F 0 CL -t4 L'o- d (P) 631-899-4225 4--f\,1:s e-ermj- f - (F) 631-899-4226 S.C.T.M. # 1000-106-01-04 FC) u,.,n d- � M ZONING TYPE: R80� LOT COVERAGE PROPOSED ALLOWABLE LOT SIZE MAIN STRUCTURE CLIENT-9VFO: r 211,780 ft. sq 3,080 ft. sq. PETER STERN 70 WEST 36TH SUITE 10B NEW YORK, NY 10018-1747 PROJECT DESIGNER: N/A 42,356 ft 4 20% APPROVED AS NOTED DATE B. P. FEE: BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT ® Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 PLUMBEr l,r-r7 1 lr_ r t lA� ON LE/,; CERTIFIc :..; ; : ;Y SOLDEP , R SUPPL Y L, % a EXCEED 2/1 u ALL P OING WA -011 W ER LI .i r-Lj il;r f 1l DESIGN OR CONSTRUCTION ERRORS. 9 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 MODERN GREEN HOME OF THE TOWN CODE. PQ NOT ppOC-F,°.wD v%1ITH BENJAMIN GOODALE, ASSOC. A MING LIN SURVEY DIRECTOR OF OPERATIONS O' HA BEEN'APP OVED. PHONE: (631) 899-4225 EMAIL: ben@moderngreenhome.com FAX: (631) 899-4226 STRUCTURAL ENGINEER OF RECORD: JOHN BARYLSKI PHONE: (631) 537-7944 EMAIL: jbarylski@yahoo.com FAX: (631) 537-5913 / e�-t4 e,v-f 01 I'N� ;""E (VISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 2013.07.08 PERMIT P 1 1pi3HE 10111 N GGGE. SCALE AS NOTED DRAWING TITLE N -LE S G-000 �1E OF NFpy 0 Y q� F. G,4 ,p • 4 r ♦L -" CV O 60 214 O`� \fFSsaN�`� GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EXISTING FIELD MEASUREMENTS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. DO NOT SCALE DRAWINGS. DIMENSIONS TAKE PRECEDENT OVER SCALE. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. 4. BEFORE SUBMITTING A PRICE PROPOSALS FOR THIS WORK, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH ALL GOVERNING CODES, ORDINANCES AND CONDITIONS OF THE WORK. NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED DUE TO FAILURE TO UNDERSTAND THE CONDITIONS INVOLVED. 5. CONTRACTOR SHALL VERIFY ROOF VENTILATION AT EAVES, OVERHANGS, SOFFITS, PLATES, FRAMING BAYS, AND RIDGES,, TYR 6. VERIFY WITH OWNER'S REPRESENTATIVE FOR FINAL KITCHEN FITTINGS, FIXTURE SELECTIONS, COUNTERS, CABINETRY, AND PAINT COLOR SELECTIONS. 7. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER'S REPRESENTATIVE. DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE AT ONCE IF THIS OCCURS 8. IF THE REGISTERED DESIGN PROFESSIONAL IS NOT EMPLOYED BY THE OWNER TO PROVIDE REGULAR CONSTRUCTION PHASE SERVICE, INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER'S REPRESENTATIVE. IN THE ABSENCE OF THE REGISTERED DESIGN PROFESSIONAL, ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER'S REPRESENTATIVE. 9. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 10. ALL INSTALLATIONS BY CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). DEMOLITION NOTES 1. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY. 2. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE OWNER'S PROPERTY. REMOVE, CLEAN, AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED STORAGE AREA. 3. REMOVE EXISTING PLANT MATERIALS AND EITHER DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 4. REMOVE AND REINSTALL: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE; STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. 5. DURING DEMOLITION NOTIFY OWNER'S REPRESENTATIVE OF ANY CONDITIONS THAT DIFFER FROM THOSE ASSUMED ON THESE DOCUMENTS. 6. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING IDURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE OWNER'S REPRESENTATIVE, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 7. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. 8. PROVIDE PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. 9. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS. 10. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 11. OWNER, OWNER REPRESENTATIVE, AND DESIGN PROFESSIONAL ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE SELECTIVELY DEMOLISHED. 12. PERFORM SITE INSPECTIONS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES. 13. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 14. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED. AS REQUIRED 15. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION OPERATIONS. PERFORM NECESSARY ASBESTOS REMOVAL PER CODE. 16. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION, ON EXTERIOR SURFACES AND NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS. 17. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. 18. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF BUILDING TO BE SELECTIVELY DEMOLISHED. 19. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 20. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. 21. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. 22. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. 23. DO NOT BURN DEMOLISHED MATERIALS. 24. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. 25. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. GENERAL STRUCTURAL NOTES 1. STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY NEW YORK RESIDENTIAL CODE FOR ONE AND TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING CODE OF NEW YORK STATE, FOR ALL OTHER BUILDINGS, ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, CONSTRUCTION MATERIALS, ETC.SHALL HAVE WRITTEN APPROVAL FROM THE REGISTERED DESIGN PROFRESSIONAL PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF FLOORS, WALLS AND ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. REQUIRES TO ACCOMMODATE ALL LIVE, DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN THESE ELEMENTS ARE MADE. SITEWORK NOTES 1. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 2. RE -GRADE DRIVE AND PARKING AREAS WITH 16" MIN. COMPACTED BED OF APPROVED BANK RUN GRAVEL. 3. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. 4. PROTECT EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MAY BE DAMAGED BY CONSTRUCTION ACTIVITIES. 5. PROVIDE EROSION CONTROL DEVICES AS REQUIRED. 6. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY EXTENT OF CONSTRUCTION AND EITHER DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 7. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM, OR MODIFICATION OF EXISTING SYSTEMS. 8. SITE PLAN INFORMATION INCLUDING ANY TOPOGRAPHIC ELEVATIONS WERE TAKEN FROM SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION 9. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION. RESTORE LAWNS AS REQUIRED. 10. CONSULT WITH OWNER FOR LANDSCAPING PLAN, PROPOSED PLANTING SELECTIONS, AND PLANTING BED FINISHES. 11. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE AND ROOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL GRADING, INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. 12. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS, SCRAPS & DUST. FOUNDATION NOTES 1. FOUNDATION DESIGN BASED ON SOIL BEARING CAPACITY OF 3000 PSF. IF NOT ACHIEVED DURING EXCAVATION, NOTIFY OWNER'S REPRESENTATIVE PRIOR TO COMPLETING WORK. 2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000PSI. 3. PROVIDE 5/8" ANCHOR BOLTS EMBEDDED A MINIMUM OF 7" IN POURED CONCRETE OR A MINIMUM OF 15" IN MASONRY BLOCK. SPACING FOR ONE STORY STRUCTURES SHALL BE 72" O.C. SPACING FOR TWO STORY STRUCTURES SHALL BE 36" O.C. PROVIDE ANCHOR BOLTS WITHIN 12" OF CORNERS AND BOARD ENDS. COORDINATE WITH FRAMING. 4. MINIMUM FOOTING DEPTH TO BE 36" BELOW GRADE UNLESS NOTED. SEE DRAWINGS FOR FOOTING SIZE AND REINFORCING DETAILS. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. CONTACT ARCHITECT IF OTHER CONDITIONS ARE PRESENT. 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 7. KEYALL FOUNDATION WALLS TO FOOTINGS. 8. PROTECT ANY DAMP PROOFING AND INSULATION DURING BACKFILL OPERATIONS. CONCRETE NOTES 1. ALL CONCRETE SLABS,FOOTINGS AND CAISSONS SHALL DEVELOP 3,000PSI IN 28 DAYS. 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES, SQUARE CORNERS AND PLUMB WALLS. 3. REINFORCING BARS SHALL CONFORM TO ASTM A625 - MIN, YIELD STRESS 40,KSI 4. WWF SHALL BE 6 X 6 -10/10 CONFORMING TO ASTM 185 5. NO COLD JOINTS IN CONCRETE ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND HONEYCOMB EFFECT. 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS MASONRY NOTES 1. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART CEMENT,1 PART LIME PUTTY, AND 6 PARTS SAND. ALL STUCCO SHALL BE APPLIED TO CLEAN, MOIST CONCRETE AND MASONRY SURFACES. 2. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART CEMENT, THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 3. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS 4. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTICAL REINFORCING SHALL BE ASTM SPEC A-615 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS 6. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. METALS 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL, RAILINGS AND STAIRS 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPEC A50, EXCEPT FOR PIPE COLUMNS WHICH SHALL CONFORM TO ASTM SPEC A 53 3. METAL DECKING SHALL BE 20 GAGE U.O.N. 4. HAND RAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. THERMAL AND MOISTURE PROTECTION 1. SEE WALL SCHEDULE FOR INSULATION VALUES AND TYPES 2. FIBER GLASS BATT INSULATION SHALL BE MFG'D BY OWENS CORNING, JOHNS MANVILLE OR APPROVED EQUAL. FORMALDEHYDE FREE ONLY THERMAL AND ACOUSTICAL INSULATION 3. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT WHERE APPLICABLE 4. SPRAY FOAM INSULATION (ICYNEINE) INSTALLED BY A ICYNENE INC. CERTIFIED CONTRACTOR / INSTALLER. CONFORM TO ALL MFG. SPECIFICATIONS FOR INSTALLATION OF SPRAY FOAM PRODUCTS 5. ALL FLASHING BE TO 24 GA. METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. 6. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANTS. PROVIDE PROPER SEALANTS FOR EACH APPLICATION. IF SEALANT TYPE IS NOT INDICATED OR OBVIOUS, VERIFY TYPE WITH OWNER'S REPRESENTATIVE PRIOR TO APPLICATION. 7. PROVIDE FIRE -STOPPING AT ALL RATED PARTITIONS, FLOORS AND CEILINGS 8. CAULK ALL PLATES AND CORNERS WITH AIR SEALANT CAULK PRIOR TO INSTALLING INSULATION WOOD AND CARPENTRY NOTES 1. ALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN FOREST AND PAPER ASSOCIATION AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2001 SBC HIGH WIND EDITION AS WELL AS THE BUILDING CODE OF NEW YORK STATE. IF THERE ARE ANY QUESTIONS, CONCERNS, OR ISSUES REGARDING THE INTENT, NOTES, FRAMING DIAGRAMS, OR DRAWINGS, CONTACT REGISTERED DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 2. STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY NEW YORK RESIDENTIAL CODE FOR ONE AND TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING CODE OF NEW YORK STATE, FOR ALL OTHER BUILDINGS, ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, CONSTRUCTION MATERIALS, ETC.SHALL HAVE WRITTEN APPROVAL FROM THE REGISTERED DESIGN PROFESSIONAL PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF FLOORS, WALLS AND ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. REQUIRED TO ACCOMMODATE ALL LIVE, DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN THESE ELEMENTS ARE MADE. 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS, SPACINGS, AND SIZES. IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24" O.C. SPACING. 5. PROVIDE HOLDDOWNS AT BOTTOM CORNERS OF SHEARWALLS AS INDICATED ON PLANS. PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. 6. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN STRUCTURAL NOTES. 7. PROVIDE ALL FLUSH FRAMED JOISTS, HEADERS, RAFTERS, AND RIDGE BEAMS WITH PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. 8. PROVIDE DIAGONAL WOOD BRIDGING FOR WOOD JOISTS (ROOF AND FLOOR) AS FOLLOWS: SPANS OVER 8'-0" -- ONE ROW SPANS OVER 15'-0" -- TWO ROWS VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OF SOLID 2X LUMBER. BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE DRAWINGS. 9. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. 10. PROVIDE APA RATED ROOF SHEATHING, EXTERIOR WALL SHEATHING, AND FLOOR SHEATHING. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 11. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS BOTTOM PLATE. TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER LOAD BEARING WALLS. 12. PROVIDE A MINIMUM OF (3) STUDS AT EXTERIOR WALL CORNERS. 13. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT NE LOCATED IN THE MIDDLE ONE THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. 14. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. 15. ALL STUDS, JOIST, AND RAFTERS SHALL HAVE FULL BEARING AT PLATES. BEARING SHALL NOT BE LESS THAN 3 1/2". 16. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. 17. FOR RENOVATIONS, EXPOSE EXISTING FRAMING (IF ANY) AND REVIEW WITH THE REGISTERED DESIGN PROFESSIONAL PRIOR TO INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT ANY EXISTING STRUCTURAL STRESS OR MOISTURE DAMAGE. 18. ALL FRAMING LUMBER TO BE HEM FIR #2 OR BETTER, UNLESS NOTED OTHERWISE. NEW STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.. JOISTS AND RAFTERS SHALL BE STRESS GRADED # 19. PROVIDE PRESSURE TREATED FRAMING LUMBER (ACQ) WHEN IN CONTACT WITH CONCRETE WALLS, SLABS, OR MASONRY 20. ALL FASTENERS, STRAPS, AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED GALVANIZED. VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS, STRAPS, AND HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS. USE COMPATIBLE METALS WHEN APPLICABLE. 21. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE. INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SILL PLATES SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM. ROOF AND WALL SHEATHING SHALL BE APA GRADED CDX 22. MATERIALS: EXTERIOR SIDING SHALL BE CLEAR CEDAR U.N.O. EXTERIOR TRIM BOARDS SHALL BE CLEAR CEDAR U.N.O. EXTERIOR DECKING SHALL BE IPE U.N.O. EXTERIOR RAILINGS SHALL BE STAINLESS STEEL CABLE U.N.O. INTERIOR WOOD TRIM SHALL BE PRIMED FINGER JOINT U.N.O. INTERIOR RAILINGS SHALL BE GLASS U.N.O. WOOD FLOORING SHALL BE SOLID HARD WOOD U.N.O. CLOSET SHELVING FURNITURE GRADE PLYWOOD U.N.O. FINISHES 1. SEE WALL SCHEDULE FOR GYPSUM TYPES FINISH LEVELS 2. HI IMPACT GYP. BD. SHALL BE MFG'D BY NATIONAL GYPSUM HI -IMPACT XP MOLD RESISTANT GYP.BD. SHALL BE NATIONAL XP GYPSUM BOARD OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD 3. FIRE RESISTANT GYP BOARD SHALL BE 5/8" TYPE XP 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION 5. USE LOW VOC JOINT COMPOUND - MURCO, M-100 JOINT COMPOUND OR APPROVED EQUAL 6. CERAMIC TILE AS SELECTED BY THE OWNER'S REPRESENTATIVE 7. TILE BACKING SHALL BE DENS SHIELD DO NOT USE 'GREENBOARD' FOR TILE USE LOW VOC TILE ADHESIVE MANUFACTURED BY AMF, "SAFECOAT- 3 IN 1" , BOSTIK FINDLEY D-5 PREMIUM OR D-40 DURAFLEX THIN SET 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES RESILIENT FLOORING BY SEE NOTES AND FINISH SCHEDULE 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100% RECYCLED FIBER CONTENT MFG'D BY RELIANCE, LEGGETT & PLATT OR SHAW CONTRACT GROUP. CARPET AS SELECTED BY OWNER'S REPRESENTATIVE, SEE FINISH SCHEDULE 10. USE ONLY ZERO OR LOW VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PROD. CO., JOHNSONIE, OR SINAN CO 380 ALL PURPOSE ADHESIVE. 11. INTERIOR PAINT SHALL BE LOW VOC LATEX BY AMF, SHERWIN WILLIAMS, BENJAMIN MOORE, DURON OR APPROVED EQUAL 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER'S REPRESENTATIVE. ALLOW FOR UP TO 3 DIFFERENT COLORS PER ROOM (WALL, CEILING, & TRIM). 13. INTERIOR WOOD STAIN SHALL BE LOW VOC TUNG OIL OR STAIN MFG'D BY AMF, OSMO, WATER -BASE URETHANE, NATURAL VEGETABLE OR NUT OILS OR BEESWAX. 14. EXTERIOR PAINT SHALL BE MFG'D BY AMF SAFECOAT, BEST PAINT INC - DURACRYL,COHALAN CO. KEIM SILICATE PAINT 15. EXTERIOR STAINS BY AMF SAFECOAT, ECO DESIGN/BIOSHIELD PAINT CO., FUHR-ZVOC WATERBASE, OR NATURESTAIN CO. 16. EXTERIOR CLEAR FINISHES SHALL BE MFG'D BY UNITED FILSONITE LABS - ZAR EXTERIOR POLYURETHANE, TIMBER UV WOOD FINISH, PENOFIN OR SIMILAR. 17. VANITY TOPS, ETC. TBS BY OWNER'S REPRESENTATIVE. COMBUSTION SAFETY 1. ANY GAS APPLIANCE, OTHER THAN OVENS, LOCATED INSIDE THE CONDITIONED SPACE MUST BE DIRECT VENT OR POWER VENTED. 2. ONE HARD -WIRED CARBON MONOXIDE (CO) DETECTOR SHALL BE INSTALLED PER 1,000 SQ. FEET OF LIVING SPACE (MINIMUM 1 PER FLOOR) IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE. APPLIANCES AND EQUIPMENT NOTES: 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, NOTED AND SPECIFIED IN THESE DOCUMENTS. 2. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE. SPECIFY NO FORMALDEHYDE 3. INDOOR RE -CYCLE BINS - PROVIDENERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. 4. OUTDOOR RE -CYCLE BINS - PROVIDE CONTAINMENT AREA FOR 4-30GAL TRASH CONTAINERS IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BYANIMALS. 5. APPLIANCES - VERIFY THAT SELECTED APPLIANCES ARE 'GREENSPEC" AND OR ENERGY STAR RATED AND SHALL COMPLY WITH TIER 2 REQUIREMENTS (MIN) OF THE CONSORTIUM OF ENERGY EFFICIENCY (CREE) VENTILATION 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CFM DIRECTLY TO THE OUTSIDE. THIS IS THE MEASURED FLOW AS INSTALLED, NOT THE RATED FLOW. 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS THE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF BEDROOMS + 1) + (.01 CFM)(SQUARE FEET OF CONDITIONED SPACE) 3. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTER. FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE 4. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18 ABOVE FINISHED GRADE OR 12 ABOVE THE ROOF DECK. THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, CHIMNEYS, COMBUSTION APPLIANCE VENTS, DRYER VENT TERMINATIONS, AND EXHAUST FAN TERMINATIONS. 5. SOLID METAL, FLEXIBLE METAL, OR LINED, INSULATED FLEXIBLE DUCT MAY BE USED.ALL VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, AND GRILLES FOR APPROVAL BY OWNER'S REPRESENTATIVE. INDICATE, SIZE, FINISH, AND PROPOSED LOCATION. 8. DUCTS, PLENUMS, AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL, DUCT BOARD, OR FLEXIBLE DUCT. BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM WITHOUT A SEALED DUCT BOARD OR METAL LINER. 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED; HVAC NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. 2. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED LOCATION. 3. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION. PREVENT DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. 4. PROVIDE DUCT INSULATION AS FOLLOWS: SUPPLY DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-4. SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. RETURN DUCTS IN UNCONDITIONED SPACES (EXCEPT BASEMENTS) MUST BE INSULATED TO R-2. INSULATION IS NOT REQUIRED ON RETURN DUCTS IN BASEMENTS. 5. ALL DUCT JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS - EMBEDDED -FABRIC, OR TAPES. DUCT TAPE IS NOT PERMITTED. EXCEPTION. CONTINUOUSLY WELDED AND LOCKING -TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN. W.G. (500 PA). DUCTS SHALL BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. 6. PROVIDE AIR FILTERS AS REQUIRED IN THE RETURN AIR SYSTEM. 7. THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE BALANCING REPORTS TO ARCHITECT. 8. EACH DWELLING UNIT HAS AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE LARGEST ZONE. 9. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60" TO CENTER. 10. THE PROPER SELECTION, SIZING, INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. 11. PERFORMANCE: HEATING MODE: SYSTEM MUST BE CAPABLE OF MAINTAINING 72°F WHEN OUTSIDE AIR IS -5°F COOLING MODE: SYSTEM MUST BE ABLE TO MAINTAIN 75' WHEN OUTSIDE AIR IS 100•F 12. HEAT PUMPS AND AIR CONDITIONERS, IF USED, MUST BE SIZED ACCORDING TO ACCA MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. 13. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 14. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND FIBERGLASS MESH OR AN ADVANCED ENERGY -APPROVED EQUIVALENT. 15. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25PA SHALL BE LESS THAN 3% OF THE CONDITIONED FLOOR AREA. (I.E. IF THE HOUSE HAS 1000 SQUARE FEET OF CONDITIONED SPACE, THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED) TESTED AIRFLOW MUST BE WITHIN +/- 10% OF THE DESIGNED AIRFLOW. 16. HEATING EQUIPMENT SHALL BE HIGH EFFICIENCY GEO-THERMAL HYDRONIC RADIANT WITH AIR BACK-UP, APPROVED BY THE OWNER'S REPRESENTATIVE 17. DOMESTIC HOT WATER STORAGE, IF APPLICABLE, SHALL BE INDEPENDENT STORAGE FOR HOT WATER HEATED BY THE MAIN BOILER. I.E. SUPER-STOR, OR APPROVED EQUAL 18. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. PLUMBING NOTES: 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING SCHEDULE. 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING. INSULATE ALL COLD AND CIRCULATING DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 4. WASTE LINES IN WALLS BETWEEN FLOORS, AND WITHIN CEILING AND FLOOR FRAMING SHALL BE CAST IRON OTHER WASTELINES MAY BE CAST IRON OR PVC. ALWAYS CONSIDER AND CONTROL WASTE PIPING NOISE. 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE FLASHING COLLARS. 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL REGULATIONS. 7. PROVIDE ALL REQUIRED ANGLE STOPS, ESCUTCHEON PLATES, RISERS, ETC. TO COMPLETE INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE AND LOCATION. 8. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. 9. PROVIDE ALL REQUIRED TRAPS, CLEANOUTS, AND VENTS FOR INTENDED USE. VERIFY LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WITH OTHER TRADES. 10. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES AND FITTINGS. 11. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDERCOUNTER SHUT OFF VALVES, HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES. EX, "MAIN WATER SUPPLY SHUT OFF." 12. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 13. PROVIDE AND COORDINATE WITH OWNER, THE LOCATION OF EXTERIOR FROST -FREE HOSE BIBS (MIN OF 2) WHETHER SHOWN ON DRAWINGS OR NOT. ELECTRICAL NOTES - GENERAL 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES (LIGHT FIXTURES, SWITCHES, RECEPTACLES, ETC.) BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING. WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING INCLUDING, PHONE JACKS, DATA-CAT6 , T.V. HOOK-UPS, AND STEREO AND ALARM WIRING. 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN ACCURATE LABELED PANEL BOXES) AT COMPLETION OF PROJECT. 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK. CONTRACTOR TO SUPPLY TEMPORARY SERVICE PANEL FOR CONSTRUCTION, IF NECESSARY. 4. G.F.I. CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 6. TYPICAL SWITCH LOCATION V-0" FROM OPENING WHEREVER POSSIBLE, TYPICAL SWITCH HEIGHTS AT 48" TO CENTER UNLESS NOTED OTHERWISE. COLOR - SELECTED BY ARCHITECT TYPE LEVITON DESIGNER SERIES. VERIFY AREAS TO BE DIMMED. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12" A.F.F. TO CENTER UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60" TO CENTER. 9. TELEPHONE - PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION, HOME RUN TO PHONE PANEL. (LOCATION TO BE DETERMINED WITH OWNER) FOR CONNECTION TO TELEPHONE COMPANY SERVICE. 11. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING, POWER AND LIGHTING ONLY. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE CONTRACTOR. VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO INSTALLATION. TELEPHONE, DATA, AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED BY OWNER, BUT MUST COMPLY TO ALL CODES 12. DECORATIVE LIGHTING FIXTURE SELECTION (NOT SHOWN ON LIGHTING SCHEDULE) SHALL BE BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR. SEE ELECTRICAL DRAWINGS. PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT© Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013.04.24 SITE MODEL 2 2€113.07.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE GENERAL NOTES DRAWING NO. G-001 ,* Of NE I k, Y ay~' �N F CAS,` O•p't` =J ty .o 000 6021 �aV &ESS{Ot j GENERAL NOTES NEW YORK STATE RESIDENTIAL CODE: ONE AND TWO FAMILY DWELLINGS R301.2.1.1 WIND DESIGN CRITERIA: THE STRUCTURE, STRUCTURAL CONNECTIONSAND FRAMING SYSTEMS HAVE BEEN DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 120 MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE WITH MANUAL (ASCE 7) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE RESISTED BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BOARD. SEE WALL DETAILS FOR NAILING AND CONNECTORS. TABLE R301.2(2) DOOR AND WINDOW REQUIRED DESIGN VALUES: ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM WIND PRE URE IN POUNDS PER SQUARE FOOT (P.S.F) FOR 30'-0" MEAN ROOF HEIGHT, EXPOSURE B, ZONE 5 A FOLLOWS: CATEGORY CATEGORY WINDOW/DOOR SQ.FT AREA 110 MPH WIND MPH WIND 10 SQ.FT 29.1 P.S.F. 34.7 P.S.F. 20 SQ.FT 27.2 P.S.F. 32.4 P.S.F. 50 SQ.FT. 24.6 P.S.F. 29.3 P.S.F. . 100 SQ.FT. 22.6 P.S.F. 26.9 P.S.F. R301.2.2 SEISMIC EXCEPTION: ONE i TWO FAMILY DWELLINGS IN SEIJMISMIC GORIES B AND C AND TOWN HOUSES LOCATED I SEISMIC CATEGORY BARE EXEMPT F REQUIREMENTS. FOUNDATIONS TO BEAR ON SOIL OF SITE CLASS D OR BETTER FOR DWELLINGS TO BE SEISMIC CATEGORY C. R301.4 DESIGN LIVE LOADS: R301.6 EXTERIOR BALCONY: 60 PFF WOOD DECK: 40 PSF U240 ATTICS WITH STORAGE: 20 PSF U360 FLOOR (NOT BEDROOMS): 40 PSF U360 BEDROOM FLOORS: 30 PSF L/1 SO ROOF 45 PSF (GROUND SNOW LOAD) U240 ATTICS WITH FIXED STAIRS: 30 PSF R310.2.2.4 MAXIMUM DEAD LOADS: ROOF / CEILING: 15 PSF FLOOR: 10 PSF EXTERIOR WALL: 15 PSF INTERIOR WALL: 10 PSF TABLE R301.6ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no finished ceiling attached to rafters U180 Interior walls and partitions H/180 Floors and plastered ceilings T-6- All other structural members 0240 Exterior walls with plaster or stucco finish H/360 Exterior walls - wind loads with brittle finishes L/240 Exterior walls - wind loads with flexible finishes U120 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. R303 (1) HABITABLE ROOM VENTING: WINDOW OPENING MINIMUM 4% OF FLOOR AREA OR MECHANICALLY VENTED PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND FINISHED BASEMENTS. (2) HABITABLE ROOM LIGHTING: GLAZING MINIMUM 8% OF FLOOR AREA OR ARTIFICIAL LIGHT OF 6 FOOT CANDLES AT 30 "ABOVE FLOOR. R303.6 HABITABLE ROOM HEATING: CAPABLE OF MAINTAINING MINIMUM 68 EGRESS ATA POINT 36" ABOVE FLOOR AND 24" FROM EXTERIOR WALL. R305.1 MINIMUM CEILING HEIGHTS: 7'-6" MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT HEIGHTS: T-0" MINIMUM, 8'-B" UNDER GIRDERS, DUCT, ETC. R308.4(6) GLAZING OF HAZARDOUS LOCATIONS: ALL GLAZING WITHIN 24" OF HINGED DOOR IN CLOSED POSITION MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS 60" ABOVE FLOOR. R308.4(10) STAIRWELL WINDOWS: WINDOWSILLS AT STAIR LANDINGS LESS THAN 60' SHALL HAVE SAFETY GLAZING. R309.1 DOORS FROM GARAGE INTO HABITABLE SPACE: 45 MINIMUM FIRE RATED WITH SELF-CLOSING DEVICE. R309.2.1 GARAGE WALLS: 5/B" TYPE -X GYPSUM BOARD ON GARAGE SIDE, 1/2' TYPE -X GYPSUM BOARD ON OPPOSITE WALL SIDE OF HABITABLE AREAS. R309.2.2 GARAGE CEILING: 5/8" TYPE -X GYPSUM BOARD. R310.1 FINISHED BASEMENT EGRESS WINDOWS SILL WEIGHT MAXIMUM 44" ABOVE FLOOR. R310.1.1 WINDOW EGRESS OPENING REQUIREMENTS: MET CLEAR OPENING FIRST FLOOR 5.0 S.F., SECOND FLOOR 5.7 S.F., MINIMUM HEIGHT OPENING 24", MINIMUM WIDTH OF OPENING 20'. R310.2 EGRESS BASEMENT WINDOW WELLS: MINIMUM NET CLEAR AREATO BE 36"X 36". PROVIDE STEPS OUT OF WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". R311.4 HALLWAYS: MINIMUM 36' CLEAR WIDTH. R312.1.2 LANDINGS AT DOORS: MINIMUM 36"X 36" LANDING REQUIRED IF (3) OR MORE RISERS REQUIRED. R313.1 RAMPS: MAXIMUM SLOPE ONE UNIT VERTICAL TO $ UNITS HORIZONTAL (1 IN 8 SLOPE). PROVIDE HANDRAIL ON SIDE FOR SLOPES THAT EXCEED 1 IN 12. R314.1 STAIR: STAIR WIDTH MINIMUM 36" WITH MINIMUM CLEAR OPENING 31.5" WITH HANDRAIL ONE SIDE AND 27" HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. R314.2 TREADS AND RISERS: MAXIMUM RISER HEIGHT 11/4". MINIMUM TREAD DEPTH 9" PLUS NOSINGS 3/4"- 1 1/4" MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN 30". MAXIMUM 3/B" TREAD AND RISER VARIANCE WITHIN STAIR RUN. MINIMUM TREAD WIDTH 6" ON WINDERS. R314.3 STAIR HEADROOM: MINIMUM 6'-8" MEASURED VERTICAL. R315 HANDRAILS: PROVIDE 34"- 38" HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS WITH 2 OR MORE RISERS. R316 GUARDRAILS: PORCHES, BALCONIES AND STAIR LANDINGS 30" ABOVE FLOOR OR GRADE TO BE INSTALLED WITH 36" HIGH RAILINGS, BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. R317.1 SMOKE ALARMS: INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY OUTSIDE OF BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING BASEMENT. INTERCONNECT ALL ALARMS. R317.3 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH NFPA13D. A SPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY IS BASEMENT WHERE THE FINISHED FLOOR ABOVE BASEMENT IS: 1. MORE THAN 6 FEET ABOVE GRADE FOR 50% OR MORE 2. MORE THAN 12 FEET AT ANY POINT 3. MORE THAT 6 FEET ABOVE GRADE PLANS NOTE: ALL LUMBER TO BE HEM FIR #2 OR BETTER R323.1.2 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE TREATED. R323.1.3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS MOISTURE BARRIER UNDER SLAB IS INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE WITH AWPAC22) U360 R323.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HAVE MINIMUM 1/2" AIR -SPACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. R323.3 FASTENERS FOR PRESSURE TREATED WOOD: HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE OR COPPER OR 1/2" DIAMETER STEEL BOLTS. R401.4 FOOTINGS: SHALL BEAR ON UNDISTURBED INORGANIC SAND, GRAVEL CLASS GW, GP, SOIL WITH A MINIMUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR BETTER PER TABLE 1615.11 OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN S. MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, A SOIL TEST SYAAPPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS ATA PARTICULAR LOCATION. R402.2 CONCRETE: A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS DETERMINED BY TABLE R402.2 (SEVER WEATHERING COLUMN), PROVIDE 5% AIR ENTRAINMENT IN ALL CONCRETE. BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF ABOVE GRADE FOUNDATION WALLS, VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF PORCHES AND GARAGE SLABS: 3500 PSF R405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION, RETAINING EARTH AND ENCLOSE HABITABLE SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND -GRAVEL MIXTURE SOIL PER GROUP 1 SOILS, TABLE R405.1. R406.1 DAMPROOF/WEATHERPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/B" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS / SQUARE YARD OF ACRYLIC MODIFIED CEMENT, 1/9" COAT OF SURFACE -BONDING MORTAR COMPLYING WITH ASTM C887. CONCRETE WALLS SHALL BE DAMPROOFED BY APPLYING ANYONE OF THE ABOVE LISTED DAMPROOFING MATERIALS TO THE EXTERIOR OF THE WALL. R406.3 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO HEIGHT OF 1'-0" ABOVE FOOTING FOR WELL DRAINED SITES, OR 1/2 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. COVER POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6 -MIL POLYETHYLENETO PERMIT WATER SEEPAGE AND AVOID FINE SOIL INFILTRATION. R406.34 BACKFILL: REMAINDER OF EXCAVATED AREAABOVE POROUS FILL SHALL BE BACKFILLED WITH SAME TYPE SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION R404.1.7. R408.1 CRAWL SPACE VENTS: PROVIDE 1 S.F. PER 150 S.F. OF FLOOR AREA. INSTALL VENTS WITHIN 3 FEET OF EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24', UNLESS MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30" ACCESS OPENING PER SECTION M1305.1.4. R502.4 FLOOR PLUMBING CHASE: BLOCKING TO BE FULL DEPTH AT 48" O.C. MAXIMUM. R502.6 BEARING ENDS OF JOIST, BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2" OF BEARING ON WOOD AND METAL AND T MINIMUM ON CONCRETE. JOIST FRAMING FROM OPPOSITE SIDES OVER BEARING SUPPORT MINIMUM LAP 3" MINIMUM (3)10D FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2" X 2". R502.7.1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2'X 12" ARE REQUIRED TO BE SUPPORTED LATERALLY AT MID SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING (WOOD OR METAL) AT INTERVALS NOT EXCEEDING 8'-0". ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION REQUIREMENTS. R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8.1 AND FIGURES R508.8 SECTIONS R802.7.1 FOR JOIST, RAFTERS AND BEAMS / R602.6 FOR STUDS / R802.6.1 FOR WALL PLATES / R602.7 FOR HEADERS AND FIGURE R602.6(1)AND (2). FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS. R502.12 DRAFT STOPPING: INSTALL 1/2" GYPSUM BOARD OF 3/B" PLYWOOD OR PARTICLE BOARD PARALLEL TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF CONCEALED SPACE. PROVIDE STOP MATERIALAT SUSPENDED CEILINGS UNDER FLOOR FRAMING EVERY 1000 SF OF CONCEALED SPACE. R503.1 SHEATHING: SUBFLOORING 16- O.C. SUPPORT (5/8') MINIMUM 24' O.C. SUPPORT (3/4') MINIMUM ROOF SHEATHING 16" O.C. SUPPORT (1/2") MINIMUM TABLE RS03.1> 24" O.C. SUPPORT (5/9") MINIMUM WALL SHEATHING (1/2") MINIMUM SEE NAILING SCHEDULE TABLES R602.3 (1) AND (2) FOR FASTENING. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S. PRODUCTS STANDARDS PS -1, AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION PLYWOOD SHEATHING TO RUN CONTINUOUS 12" MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR WALLS. IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA18 STRAPS OF 49" O.C. AND CORNERS, NAILED TO STUDS WITH 10D NAILS IN HOLES PROVIDED. CENTER STRAPS ON PLYWOOD JOINT. USE LSTA30 STRAP IF PLYWOOD DOES NOT OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS: BREAK JOINTS IN ADJACENT COURSES: LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY INSTALLED. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; STAGGER JOINTS; PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF SUPPORTS IS 24" O.C. AND ROOF SHEATHING IS LESS THAN 5/i" THICK. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE (1) LAYER OF 3/4" UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL, OVER SUBFLOOR, FLOORS TO BE COVERED WITH OAK FLOORING, GRANITE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. R602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". R602.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5" MAXIMUM UNDER BEARING MEMBERS UNLESS (2) 2"X G" OR (3) 2" X 4" PLATES ARE INSTALLED. R602.8(1-5) FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS (VERTICAL AND HORIZONTAL) BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOODBATTS OR BLANKETS SECURELY RETAINED IN PLACE PER SECTIONS R602.8(1), (1.1) AND (1.2). R702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2" NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24" O.C. MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING GYPSUM BOARD TO WOOD FRAME AS FOLLOWS (UNLESS NOTED OTHERWISE). SCREWS SHALL BE TYPE S OR W AND PENETRATE WOOD 5/8" MINIMUM, 12" O.C. FOR CEILING AND 16" O.C. FOR WALLS. NAILING TO CEILING WOOD FRAME TO BE 7" O.C. AND 8" O.C. AT WALLS. R703.2 ASPHALT SATURATED FELT: 14 POUND PER 100 SF APPLIED HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER LOWER MINIMUM 2'. LAP 6' AT JOINTS. R706.6 EXTERIOR PLASTER (STUCCO): CORROSION RESISTANT LATH TO BE ATTACHED WITH 11 -GAUGE, 1 1/2" LONG WITH 7/16" HEAD NAILS OF 7/6" LONG 16 -GAUGE STAPLES 6" O.C. MAXIMUM. PLASTER THREE COATS OVER LATH OR 2 COATS OVER MASONRY WALL. SEE TABLE R702.1 (1) AND (3) FOR THICKNESS AND MIX REQUIREMENTS. TABLE 703.4 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS, LAP JOINT 0.120 X 1 1/2" LONG NAILS OR STAPLES 1 3/4" LENGTH EACH STUD. TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER SIZE OF STEELANGLE A,C (INCHES) NO STORY ABOVE ONE STORY ABOVE TWO STORIES ABOVE NO. OF 1/2" OR EQUIVALENT REINFORCING BARS B 3 x 3 x 1/4 6'-0" T-6- 3'-0" 1 4 x 3 x 1/4 V-0" 5'-0" T-0' 1 6 x 31/2 x 1/4 14'-0" 8'-0' 3'-6" 2 2-6 x 3 1/2 x 1/4 20'-0" 11'-0" 5'-0" 4 SEE FOOTNOTES A, B, C FOR LINTEL INSTALLATION REQUIREMENTS. A. LONG LEG OF THE ANGLE SHALL BE PLACED INA VERTICAL POSITION B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW MASONRY TO BE GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO THE SUPPORT. C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES, OTHER STEEL MEMBERS MEETING STRUCTURAL DESIGN REQUIREMENTS MAY BE USED. R703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL BE PERMITTED TO BE SUPPORTED ON WOOD. SEE SECTION R703.7.2.1 FOR LINTEL SUPPORT BY FRAME WALL, NOT ROOF. R703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY ON MINIMUM 2X6 ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5" LAG SCREWS TO MINIMUM THREE WALL STUDS, REMAINING RAFTERS SHALL BE ANCHORED WITH (2)10D NAILS AT EVERY WALL STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK VENEER ABOVE LINTEL TO BE: 12'-8", WITH MAXIMUM 7:12 ROOF PITCH. R703.7.4.1 MASONRY VENEER WALL TIES: V DISTANCE BETWEEN VENEER AND SHEATHING MAXIMUM INSTALL NO.22 U.S. GAUGE X 7/9" CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24" O.C. HORIZONTALLY AND VERTICALLY AND WITHIN 12" OF WALL OPENINGS. R703.7.5 BRICK FLASHING: INSTALL FLASHING UNDER FIRST COURSE ABOVE FINISHED GRADE. IMMEDIATELY ABOVE FLASHING PROVIDE WEEP HOLES 33" O.C. MAXIMUM 3/16" DIAMETER IN WYTHE OF WALL. R801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS, ROOF DRAINAGE TO DISCHARGE MINIMUM 5'-0" FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. R802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE, THE RIDGE FORMED BY THESE RAFTERS SHALL ALSO BE SUPPORTED BY RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN ACCORDANCE WITH TABLE RS02.5.1 (2) USING THE "RAFTER SPAN ADJUSTMENT FACTOR". R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING. R802.8 BLOCK BETWEEN 2" X 12" CEILING JOIST AT SUPPORTS TO PREVENT ROTATION. R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 4'-0' AND DOUBLED OVER 4'-0" UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS FOR HEADER JOIST SPANS 6'-0" AND GREATER. R905.2.6(2) ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/B" MINIMUM DIAMETER HEAD TO PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO 4:12. R905.21A ICE PROTECTION: ICE BARRIER REQUIREMENTS PER TABLE R301.2(1), IF APPLICABLE: INSTALL PER MANUFACTURER'S SPECIFICATIONS ATALL EAVES TO A POINT AT LEAST 24" INSIDE EXTERIOR WALL LINE AND AT ALL VALLEYS. R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36" O.C. R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4" PER FOOT (2%) FOR DRAINAGE. R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE SECTION R1001.1 - R1003.13. R1004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 LABELING ON EQUIPMENT PER CODE M1303 S, M1414.1 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EXTERIOR AIR INTAKE FROM EXTERIOR OF DWELLING "OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM OUTSIDE AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. M1305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30" CLEARANCE IN FRONT OF UNIT FOR SERVICE. CLOSET WIDTH TO BE MINIMUM 12" WIDER THAN FURNACE AND W MINIMUM CLEARANCE AT BACK AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE BUT NOT LESS THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC, INSTALL SWITCH OPERATED LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. M1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18" MINIMUM AND PROTECTED FROM IMPACTED BY VEHICLE. M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25' (EXCLUDING TRANSITION DUCT) AND REDUCED 21/2' FOR EVERY 45 DEGREE BEND AND V FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION M1501.1 LISTED AND LABELED IN ACCORDANCE WITH UL2158A. EXHAUST DUCT SIZE SHALL COMPLY WITH CODE SECTION M1501.2. M1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. G2426.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND T-0" ABOVE THE HIGHEST POINT WHERE IT PASSES THROUGH ROOF AND AT LEAST 2'-0' ABOVE ANY PORTION OF ROOF WITHIN HORIZONTAL DISTANCE OF 10'-0". P2801.5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GUAGE AND 1 1/2" DEEP AND PROVIDED WITH A DRAIN LINE. NOTE: CODE SECTION 1225.2 LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). TABLE R301.2(1) CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA NAILING SCHEDULE WIND SPEED SEISMIC DESIGN CONNECTION FASTENING TYPE 1. JOIST TO SILL OR GIRDER 3-8d TOENAIL 2. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-0d TOENAIL 3. SOLE PLATE TO JOIST OR BLOCKING 3-16d at 16"O.C. FACE NAIL 4. STUD TO TOP PLATE 3-8d OR 2-116d TOENAIL 5. STUD TO SOLE PLATE 3-8d OR 2-16d TOENAIL 6. DOUBLE STUDS 10d AT 24"O.C. FACE NAIL TDOUBLE TOP PLATES 10d AT 24" O.C. FACE NAIL &TOP PLATES, LAP AND INTERSECTIONS 2-10d FACE NAIL 9. CONTINUOUS HEADER, TWO PIECES 16d AT 16"O.C. ALONG EACH EDGE FACE NAIL 10. CEILING JOISTS TO PLATE 10d TOENAIL 11. CONTINUOUS HEADER TO STUD 3-8d TOENAIL 12.CEILING JOISTS, LAPS OVER PARTITIONS 4-8d FACE NAIL 13. CEILINGS JOIST TO PARALLEL RAFTERS 3-10d FACE NAIL 14. RAFTER TO PLATE 3-10d TOENAIL 15. BUILT-UP CORNER STUDS 2-16d 24" O.C. 16. ROOF RAFTERS TO RIDGE, VALLEY, OR HIP 4-16d 3-16d TOENAIL FACE NAIL 17. RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL 1B. SUSFLOOR TO FRAMING Sd COMMON 6"O.C. AT EDGES, 12-O.C. INT. SUPPORTS 19. WALL SHEATHING TO FRAMING 8d COMMON 6"O.C. AT EDGES, 12-O.C. INT. SUPPORTS 20. ROOF SHEATHING TO FRAMING Sd COMMON 8'O.C. AT EDGES, 12-O.C. INT. SUPPORTS (SEE NOTE B) 21. GYPSUM WALLBOARD 5d COMMON 4-O.C. AT EDGES, i"O.C. INT. SUPPORTS NOTE A: ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: SO(KSI) (55 MPA) FOR SHANK DIAMETER OF 0.192" (20d COMMON NAIL), 90 KSI (620 MPA) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177', AND 100 KSI (699 MPA) FOR SHANK DIAMETERS OF 0.142" OR LESS. NOTE B: NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6' O.C. FOR MINIMUM 48" DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4" O.C. TO GABLE END WALL FRAMING. NOTE: ALL LUMBER TO BE HEM FIR #2 OR BETTER GROUND SNOW WIND SPEED SEISMIC DESIGN SU CT TO DAMAGE FROM 1,2 WINTER DESIGN ICE SHIELD UNDERLAYMENT FLOOD HAZARDS WEATHERING FROST LINE TERMITE(c) DECAY LOAD (MP) CATEGORY (g) -11.9 DEPTH (b) -7.0 -27.4 -15.4 -19.1 -12.1 TEMP(f) REQUIRED (h) [20 120 (c) SEE NOTE SEVERE 36" MODERATE SLIGHT +11 (c) YES SEE NOTE VELOCITY DIRECTION R301.2.2 1E +17.3 4E I -13.4 1 1 +12.7 1 4 -10.3 (h) FOR SI: POUND PER SQUARE FOOT = 0.0479kN/M3, 1 MILE PER HOUR =1,609 KM/H A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (I.E. "NEGLIGIBLE", "MODERATE" OR "SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C34, C55, C62, C73, CQO, 0129, C216 OR C652. B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. D. THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVER", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(7) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)]. WIND EXPOSURE SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4. F. REFER TO TABLE N1101.2 "WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. G. THE JURISDICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATEGORY DETERMINED FRO SECTION R301.2.2.1. H.THE JURISDICTION SHALL FILL THIS PART OR THE 71ABLE(s) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREA), (b) THE DATES OF THE CURRENT EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE CONAMUNn Y, AS MAY BE AMENDED. I. SEE FIGURE R301.2(5) FOR GROUND SNOW LOADS. PREFABRICATED WOOD TRUSS NOTES: TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75" AND HORIZONTAL DEFLECTION SHALL BE LIMITED TO 0.50". 1. EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0" IN LENGTH SHALL BE DOUBLE 2X4 STUD WALLS. 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER. USE SAME NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER. DOUBLE 2X4 OR SINGLE 2X6 STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A)ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". B)TPI HIS "COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING i BRACING METAL PLATE CONNECTED WOOD TRUSSES". C)TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES'. 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE (FOLLOWING MINIMUM DESIGN LOADS: TCLL = 32 PSF, TCDL =15 PSF, BCLL = 10 PSF, AND BCDL =10) PSF; PLUS UNBALANCED SNOW LOADING, WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS BUILDING CODE. 5. SHOP DRAWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW THE SPECIE, SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES, PLATE SIZES AND DETAIL OF EACH TYPE OF TRUSS PROVIDED. 6. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. 7. CONNECTION PLATES SHALL BE STAMPED FROM 116, 18, OR 20 GAGE, GRADE A, GALVANIZED STEEL. B. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 9. TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED, IN THE PROPER ORIENTATION AND SPACING SHOWN ON THE SHOP DRAWINGS. 10. CUTTING OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED,. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE INSTALLATION OF THE TRUSSES. ZONE 1 ZONE 2 ZONE 3 FIELD B" O.C. 12" O.C. 12" O.C. PANEL EDGES 4" O.C. 6" O.C. 6" O.C. 4 COMPONENT AND CLADDING LOADS MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM (MWFRS) ZONE EAVE I RENCE CORNER >�� A VE HEIGHT EIGHT 1. ROOF HEIGHT < 24 FT. N&EMI A 2.3 SEC. GUST WIND SPEED = 120 MPH 2a i nNrir�n�N`i 3. IMPORTANCE FACTOR "1" = 1.00 4. EXPOSURE = B MAIN WINDFORCE-RESESTINQ SYSTEM LOADING DIAGRAM (MWFRS) WIND VELOCITY LOAD DIRECTION ROOF ANGLE HO IZONTAL LQAnq VERTICAL LOADS A B C D E F G H 120 MPH TRANSVERSE UTO 5' +22.8 -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 LONGITUDINAL ALLANGLES +22.8 11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 WIND LOAD ROOF MAX. HORIZONTAL WALL LOADS VELOCITY DIRECTION ANGLE 1E +17.3 4E I -13.4 1 1 +12.7 1 4 -10.3 TRANSVERSE 01TO 5' 120 MPH LONGITUDINAL ALLANGLES +17.3 -13.4 1 +12.7 1 -10.3 MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT © Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE. 1 2013.04.24 SITE MODEL 2 2013,07.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE CODE INFORMATION DRAWING NO, G-002 OF NEIy rr .J +u O O. 60Z1� O� Oiirs ON�'���" ROOF 2nd FLOOR 1 st FLOOR Go LI BASEMENT CREScheck Software Version 4.4.4 �(J Compliance Certificate i) DIP Project 2400RUTH i6! I �r Energy Code: Location: Sf6ffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,923 ft2 Glazing Area 16% Heating Degree Days: 5999 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 2400 Ruth Rd Peter Stern Modern Green Home Mattituck, NY 11952 P.O. Box 29 Sag Harbor, NY 11963 (631) 899-4225 info@moderngreenhome.com Compliance Compliance: 15.8% 2atbr Than Coda Maximum UA: 273 Your UA: 735 The % letter or Worse Than Code Index reflects how close to compliance the house Is based on code trade -on rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceilings: Flat Ceiling or Scissor Truss 2,887 38.0 0.0 87 Walls: Wood Frame, 16" D.C. 5,139 19.0 0.0 257 Windows: Wood Frame:Double Pane with Low -E 230 0.300 249 Doors: Solid Floors: All -Wood joist/Truss:Over Unconditioned Space 20 0.300 6 2,887 19.0 0.0 136 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: 2400 RUTH RD. Data filename: 2400 Ruth Road.rck KITCHEN F fitima MASTER BATH TO NEWAGENCY Ar%:>VICAIEDI "0 NEINAGENCY' APPROVE, SE. PPM SYSTF69 SFPT:U S'eSTFM H. 1'. I H T 4" V.'i'.R _ I 6ATHROOirP Report date: 07/05/13 Pagel of 1 ;n LAUNDRY GUEST BAI I I Tppirt, lFR � �I I4J T T Ni • T 3>i:YJt::R vii L J J r r r 911.! MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT © Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04,24 SITE MODEL. 2 201107.08 PERMIT SET "I SCALE AS NOTED DRAWING TITLE CODE INFORMATION 2 DRAWING NO. G-003 Z�t OF NEK,} 0 y� F. Q O* .� r' �U .a 60214 S1 t4 6 RAFTER TIES @ 16" O.C. CONTINUOUS RIDGE VENT COBRA RIDGE VENT OR COVER W/ ROOF SHINGLE NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING MODEL'CS20' 2" EQUAL INSTALL AS PER MANUF'S INSTRUCTIONS RIDGE CAP 3-10D PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) (TABLE 3.4A) MIN (14)10-D NAILS 3-1 OD ROOF RAFTERS CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) (TABLE 3.9A) 6-16D 40D EACH LAP CEILING JOIST TO LAPS OVER PARTITIONS (FACE -NAILED) (TABLE 3.9A) 6-16D 5/8" GYPSUM BOARD 400*1 RAFTER TIES @ RAFTER CONNECTOR 3-10D PER TIE BLOCKING TO RAFTER (TOE -NAILED) 16" O.C. MODEL LTWGTARCHITECTURAL @ 16" O.C. EACH END RIM BOARD TO RAFTER (END -NAILED) RIDGE 12" 'CS20' SHINGLES SHINGLES OVER # 15 EACH END WALL FRAMING HORIZONTAL SIDING 2-16D ROOFING FELT OVER 1/2" THK DBL. TOP PLATE TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D (CDX.) PLYWOOD STUD TO STUD (FACE NAILED) 2-16D FELT OR HOUSEWRAP 24" O.C. 1" MIN. AIR SPACE MIN (14)10-D NAILS 16D ALL JOINTS TO BE TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16D 2-40D PER STUD TAPED & SEALED 2-16D 2-40D PER FOOT FLOOR FRAMING 5/8" CDX PLYWOOD BRIDGING TO JOIST TOE -NAILED 2-8D 2-10D EACH END BLOCKING TO JOIST TOE -NAILED 2-8D 2-10D EACH END BLOCKING TO SILL OR TOP PLATE TOE -NAILED 3-16D 4-16D EACH BLOCK LEDGER STRIP TO BEAM (FACE -NAILED) 3-16D 4-16D EACH JOIST SHEATHING BAND JOIST TO JOIST (END -NAILED) 3-16D 4-16D PER JOIST BAND JOIST TO SILL OF TOP PLATE (TOE -NAILED) 2-16D 3-16D PER FOOT ROOF SHEATHING STRUCTURAL PANELS 8-D 10D RIDGE BOARD OR BEAM DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 1 "X10" OR WIDER Til OR R-19 BATT INSULATION ROOF RAFTER ROOF RAFTERS (SEE (SEE PLANS) GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD DIMENSIONAL 16- (KRAFT FACED) 8D PLANS FOR SIZE & 6" EDGE/12"FIELD LUMBER CENTERS—� I 2 " — -- SPACING) WHERE STUDS DO NOT ALIGN W/ RAFTERS 5D COOLERS x 6', STUDS @ 16-O.C. 7" EDGE/10" FIELD INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALLAND 8D 8D 6" EDGE/12"FIELD PARTICLEBOARD PANELS ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 8D TYPICAL FLOOR JOISTS SPACING AND METAL DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "X8" 1"X10" OR WIDER 1 RAFTER -TO -RAFTER CONNECTION TYP. @ EACH RAFTER PER SUPPORT PER SUPPORT TYP. RIDGE VENT DETAIL STRUCTURALPANELS 1" OR LESS GREATER THAN 1" RAFTER TIE DETAILS TYP.@ EACH RAFTER 10D 16D TYPICAL EXTERIOR WALL CONSTRUCTION DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 1"X10" OR WIDER 2-81) 3-81) C� PER SUPPORT PER SUPPORT 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON -CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 31NCHES ON-CENTERAT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 3 MODEL'CS20' BY SIMPSON STRONG TIES MODEL'LTS' BY SIMPSON STRONG TIES CROSS BRACING v USE EVERY OTHER NAIL HOLE I IN A ROW TO PROVIDE THE 12" ROOF RAFTERS CODE -REQUIRED MINIMUM END CENTER -TO -CENTER LENGTH RAFTER CONNECTOR SPACING FOR NAILS MIN (14) 10-D NAILS MIN (14)10-D NAILS EA. DBL. TOP PLATE WALL STUD 36"-42" CUT BASE PLATE LENGTH CLI AR SPAN GALV. MEATL STRAP �. @ 16" O.C. MODEL'CS20' RIM JOIST DBL TOP PLATE 1 " END LENGTH •. PROVIDE MINIMUM 1" END DISTANCE I EQUAL NUMBER OF SPECIFIED NAILS IN EACH END RAFTER TIE DETAILS TYP. @ EACH RAFTER STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD 6 MODEL'MTS30' BY SIMPSON STRONG TIES MODEL'BP' BY SIMPSON STRONG TIES "SIMPSON" HDQ8 2-16d COMMON "SIMPSON" PHD6 NAILS @ 6" o.c. FOR FULL LENGTH OF STUD PLATES BLOCKING @ ENDWALL HEADER 12" "SIMPSON" HDQ8 "SIMPSON" PHD6 NOTE: 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S), MIN (14) 10-D NAILS WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON NAILS @ 6"o.c. EDGE & FIELD 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD STRUCTURE UNLESS OTHERWISE NOTED. KING STUD 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & DETAIL (HOLDOWN & CONN). 8 GALV. METAL TIE -DOWN AT KORNER OF STRUCTURE 9 GALV. METAL TIE DOWN W/ IN 32" OF CORNER OF STRUCTURE MODEL'HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES RR905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (2.67 mm)] SHANK WITH A MINIMUM 3/8 -INCH (9.5 mm) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 314 INCH (19.1 mm) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 mm) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20:12), SPECIAL METHODS OF FASTENING ARE REQUIRED. EXCEPTION: ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4) IS 110 MILES PER HOUR (177 km/h) OR GREATER AND THE EAVE IS 20 FEET (6096 mm) OR HIGHER ABOVE GRADE. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4) IS 120 MILES PER HOUR (193 km/h) OR GREATER. 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) , FASTENERS FOR ASPHALT ROOF SHINGLES TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE -NAILED) (TABLE 3.4A) 3-81) 3-10D PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) (TABLE 3.9A) 6-16D 40D EACH LAP CEILING JOIST TO LAPS OVER PARTITIONS (FACE -NAILED) (TABLE 3.9A) 6-16D 40D EACH LAP COLLAR TIE TO RAFTER (FACE -NAILED) (TABLE 3.6A) 3-8D 3-10D PER TIE BLOCKING TO RAFTER (TOE -NAILED) 2-8D 2-1 OD EACH END RIM BOARD TO RAFTER (END -NAILED) 2-16D 3-16D EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACED NAILED) 2-16D 2-16D PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D JOINTS EACH SIDE STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. HEADER TO HEADER (FACE -NAILED) 16D 16D 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2-16D 2-40D PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING (FACE -NAILED) 2-16D 2-40D PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE OF GIRDER TOE -NAILED 4-8D 4-10D PER JOIST BRIDGING TO JOIST TOE -NAILED 2-8D 2-10D EACH END BLOCKING TO JOIST TOE -NAILED 2-8D 2-10D EACH END BLOCKING TO SILL OR TOP PLATE TOE -NAILED 3-16D 4-16D EACH BLOCK LEDGER STRIP TO BEAM (FACE -NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE -NAILED) 3-8D 3-10D PER JOIST BAND JOIST TO JOIST (END -NAILED) 3-16D 4-16D PER JOIST BAND JOIST TO SILL OF TOP PLATE (TOE -NAILED) 2-16D 3-16D PER FOOT ROOF SHEATHING STRUCTURAL PANELS 8-D 10D 6" EDGE/12"FIELD DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 1 "X10" OR WIDER 2-81) 3-813 2-10D 3-10D PER SUPPORT PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD WALL SHEATHING STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD FIBERBOARD PANELS 7/16" 25/32" 6D 813 — -- 3" EDGE/6" FIELD 3" EDGE/6" FIELD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD HARDBOARD 8D 8D 6" EDGE/12"FIELD PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) DIAGONAL BOARD SHEATHING 1 "X6" OR 1 "X8" 1"X10" OR WIDER 2-813 3-8D 3-10D 3-10D PER SUPPORT PER SUPPORT FLOOR SHEATHING STRUCTURALPANELS 1" OR LESS GREATER THAN 1" 8D 10D 10D 16D 6" EDGE/12"FIELD 6" EDGE/6"FIELD DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 1"X10" OR WIDER 2-81) 3-81) 3-10D 3-1 OD PER SUPPORT PER SUPPORT 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON -CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 31NCHES ON-CENTERAT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. 1 N VINYL COATED WD. CASINING (TO BE REPLACED OR P�NF REPAIRED AFTER EACH INSTALLATION)/HO/p�y h S" 1 "x2" WOOD SPACER • PREDRILLED FASTENING HOLES @ 9" O.C. • u Z • = 0 U = • w � 1/2" CDX PLYWOOD STRUCTURAL STORM z PANEL w� a O z PREDRILLED FASTENING HOLES @ 9" O.C. WOOD CASING 11 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS FASTENING SCHEDULE B A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) F B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.23B, P.193) ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) NOTATION @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) ROUGH A B C D E F 2'-0" 2 (1) 2"x4" 1 1 1 1 4'-0" 4 (1) 2"x4" 2 2 1 2 III\\ 6-0" 6 (2) 2"x4" or (1) 2"x6" FASTENING SCHEDULE B A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) F B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.23B, P.193) ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) NOTATION @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) ROUGH A B C D E F 2'-0" 2 (1) 2"x4" 1 1 1 1 4'-0" 4 (1) 2"x4" 2 2 1 2 2 6-0" 6 (2) 2"x4" or (1) 2"x6" 3 3 3 3 8'-0" 8 (2) 2"x4" or (1) 2"x6" 3 3 3 3 10'-0" 10 (2) 2"x6" 4 4 4 4 12'-0" 12- (2) 2"x6" 5 4 5 4 MINI A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) F B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.23B, P.193) C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLE 3.23C, P.193) D- NUMBER OF 16d NAILS. END -NAILED THROUGH ADJACENT KING STUD TO END OF HEADER @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLE 3.22F, P.191) ASSUME DBL. HDR. F- NUMBER OF 16d NAILS END -NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) @ EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.8, P. 157) & (TABLE 6A PAGE 316) 12 NAILING i STRAPPING @ EXTERIOR WINDOW/ DOOR HEADER USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH U180 DECKS 40 psf 10 psf NO FINISHED CEILING ATTACHED TO RAFTERS PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS U360 ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS U240 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES U240 a STAIRS 40 psf 10 psf EXTERIOR WNLLS - W%W3 LOADS Wgti j ftiEXIBLE Fri't`iM"ES Ulm a GUARDRAILS AND HANDRAILS 200 lbs 10 psf NOTE: L=SPAN LENGTH, H=SPAN HEIGHT ROOF LOADING (LIVE = GROUND SNOW LOAD ADJUSTMENTS AS PER FIGURE R301.2(5) OF THE RESIDENTIAL CODE OF NEW YORK STATE) 20 psf 1 12 psf for attic 15 psf for cath a THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETAINING DEFLECTION LIMITS HEREIN. lu 13 MUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT 0 Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE 1 2013.04.24 2 2013.07.08 TITLE SITE. MODEL PERMIT SET 1 SCALE AS NOTED DRAWING TITLE STRUCTURAL FRAMING DIAGRAMS DRAWING NO. G-004 1Q�t OF NEIV f0 �P f 60 214 �V � 410k,Ot4F�. f F- Lj,?- Z W 0 ., n I I'— I— _ �7)�Zo CL F- Z) ,- CLI'-- Q9 L.h_ 1- � o <0�eo U- 0 LL U) vp0' bs Q o N 33 N R Op go P'0 0�1 R X -V M NVA N N Z' I � a, WN N h. �-' q 4 WO I&I �' M0\-% MOV 3.,991 9053 CPN ONQ�lgQP► NO. 2 `NO�gus��.0, �o M M o � 1N 0 O 0- " OV N 2 6' i Cn N �W fL.I_ UW 00z _ T- J COW .P: O NW F- L.L Q z W O 2 ■ w O Z W> o�- <Z� P�vo(0 gg�LL= gzitUj >Owry,L QF=UwO Q W o nj W to >wzao ��OOw tnQcoQcii F—ma2W oo(qQ-w Mw= P Uj zw owl-QwLU0- <F-OLMCL Lv)¢ oww OOw1a= rnn�OW>cP: �Q 5- 9o(j)QocD wP:azacn L) 2� }�UIx0= ZU.XUj :21 MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT © Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modem Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 2013.07.08 PERMIT SET 1 sCALIr 1"=30' DRNNING TITLE PRELIMINARY SITE PLAN € RAWING NC. C-000 ,`r1E Of NEN r0 F. AR Qf v� 6 21 OFFSSIONP� BOT. OF TOP OF F, TOP( BASEMENT SCALE: 3/16" = V-0" u 4• 8' 12" MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhomexom info@moderngreenhome.com COPYRIGHT ® Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2€13,04.24 SITE MODEL 2 2013.07.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE FOUNDATION PLAN DRAWING NO. A-1 00 pf NEiy } / ' O �0 ,;�,,� �s • gMW.*.'ftTTkftz � K w A� �OFFSSION�'� •� R FIRST FLOOR SCALE 3/16" = 1'-11" 0 4' 9 MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT © Modern Groan Home Modem Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2€113.04.24 SITE MODEL. 2 2013.07,08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE FIRST FLOOR PLAN DRAWING NO, A-101 /�� Of Nfly ' } s > rf • n W t^J ' 60214 AQOfESS100ox NOME- -a a - NONE �• E E a MEMO 10000001 -M-0- BEENIMENE IMENINNINE E E a M. BATH MASTER BEDROOM OPEN TO BELOW BEDROOM 4 BEDROOM 3 BEDROOM 2 AALUl - I W.- _ • 1A -•• SECONDFINISHED FLOOR -SECOND FLOOR RrAI F• 3/1R" = V-0" 0 4' a, 12' NEEM MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT m Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No, DATE TITLE 1 2013.04.24 SITE MODEL 2 2013.07.08 PERMIT SET 1 SCALE AS NOTED DRAAhIING TITLE SECOND FLOOR PLAN DRAWING NO A-1 02 Of NEt,y F. r,A or tl W Av v g' 6021 VZ ��FSS{ON�� SCUPPER TO DOWNSPOUT PERIMETER ROOF GUTTER + 1AI _ 11 1M" = TnP nG RnnG Fnf,F SCUPPER TO DOWNSPOUT ROOF PLAN C1/1AI C. OMGNI _ AI n" 'OP OF ROOF EDGE >CUPPER TO DOWNSPOUT PERIMETER ROOF GUTTER 1 DP OF ROOF EDGE CUPPER TO DOWNSPOUT MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT © Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE 1 2013.114.24 2 2013.07.08 TITLE SITE MODEL PERMIT SET 1 SCALE AS NOTED DRNAIING TITLE ROOF PLAN DRAWING NO A-1 03 OF NErV Y syr OWN F. 114.,q_001. ----------------------------------- EAST ELEVATION RrAI F- IIA" = 1'-n" IFWKIW�j D FI'01 -IM7 F WEST ELEVATION SCALE: 1/4" = 1'-0" TOP OF COPING = +18'- 11 1/2" ii BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +T - 11 1/4" A. TOP OF FINISH FIRST FLOOR = 0'- 0" TOP OF CONCRETE _ -1'- 2 1/2" TOP OF SLAB = 4'- 9112" IL ly- BOTTOM OF FOOTING = -14'- 91/2" 0 2' 4' a' TOP OF COPING = +11' - 1" TOP OF FINISH FIRST FLOOR = 0' - 0" `-----------------------------------� BOTTOM OF FOOTING= -5'-71/2" 0 2' 4' a' MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT ® Modern Groan Homo Modem Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE* 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 201107.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE ELEVATIONS DRAWING NO. A-200 I�k, �� OF NE IV • 7,. r' • a �� ✓C' 60214 �V`? ��FFSSION0- E Iii ISI ISI ISI ISI ISI ISI ISI ISI ----------------------------------- EAST ELEVATION RrAI F- IIA" = 1'-n" IFWKIW�j D FI'01 -IM7 F WEST ELEVATION SCALE: 1/4" = 1'-0" TOP OF COPING = +18'- 11 1/2" ii BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +T - 11 1/4" A. TOP OF FINISH FIRST FLOOR = 0'- 0" TOP OF CONCRETE _ -1'- 2 1/2" TOP OF SLAB = 4'- 9112" IL ly- BOTTOM OF FOOTING = -14'- 91/2" 0 2' 4' a' TOP OF COPING = +11' - 1" TOP OF FINISH FIRST FLOOR = 0' - 0" `-----------------------------------� BOTTOM OF FOOTING= -5'-71/2" 0 2' 4' a' MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT ® Modern Groan Homo Modem Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE* 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 201107.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE ELEVATIONS DRAWING NO. A-200 I�k, �� OF NE IV • 7,. r' • a �� ✓C' 60214 �V`? ��FFSSION0- E SOUTH ELEVATION SCALE: 1/4" = 1'-0" NORTH .qrAl F 1/4" – TOP OF COPING = +18'- 11 1/2" BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +7'- 11 114" IL TOP OF FINISH FIRST FLOOR = 0'- 0" 1 TOP OF CONCRETE = -1'- 2 1/2" I TOP OF SLAB = -!' - 9 1/2" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —BOTTOM OF FOOTING = -14'- 91/2" --------------------------------------------------------------- -- — ELEVATION Ell u Z 4' a' TOP OF COPING = +18'- 11 112" IL Ah BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9' -1" BOTTOM OF FINISHED CEILING = +7'- 11 1/4" i i i i i i i i i i i i i i i i i i i i C T- IL OF FINISH FIRST FLOOR = 0'- 0" �\ , TOP OF CONCRETE = -1'- 2 1/2" TOP OF SLAB = 4'- 9 1/2" BOTTOM OFFOOTING =-14'-!1/2.. -------------------------------------------------------------------------------------------------------- u Z 4• a MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT 0 Modern Green Home Modem Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 201107,08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE ELEVATIONS DRAWING NO, A-201 t OF NEh, r F. L O� IL m � d 2 W 6021 A ty � ���ES S1pN FtE/ RUBBERIZED ROOFING R-10 RIDGID FOAM INSULATION RUBBER ROOFING ROOF SHEATHING OSB SHEATHING R-10 CLOSED CELL SPRAY FOAM INSUL. OSB SHEATHING SECTION u Z 4• a, TTI PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT 0 Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013,04.24 SITE MODEL 2 21013,07.08 PERMIT SET 1 SCALE AS NOTED DRAWING TITLE BUILDING SECTION DRAWING NO. A-300 At OF NFW y� �y OWN F. SAI., 4st mrx T k/ �+I 02 \�FfSS10 0'�.Yj weyi;&ivi ITA .. . • •7_ __ _ v srair�.o ss•+ra viax�nvo.►x aware�e +mon.. �snsea.e�►s . arxaa� a+eorsca► +w �a onw�., �vs•sa �r�wap ave �n.sawn, Pr�� rtttt �tttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt �tttt ttttt ttttt ttttt ttttt � tttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt ttttt tttt♦ ttttt ttttt ttttt ttttt 11111 IIIIUI/IIINNIUIIIIUNIIUl1111►IIIIUIIIIUIIIIU111♦UIIIIUIIIIUINIU1/111►11111►11111 � 11111►IIIIUIlIIUIIIII►NNI►IIIIUIINhNIIb11NU1111U11111►1111011111►INIbbIN►lIIIINNIUINIINIIII �...� .....� �..,..,,...t....�....�,..,.�,...� ,...�......El I I SEALANT @ PLATES TYR GYPSUM BOARD CAVITY INSULATION CLOSED CIELL SPRAY FOAM OSB BUILDING PAPER METAL LATH STUCCO CLOSED CELL SPRAY FOAM BLOCKING RIM JOIST OSB BUILDING PAPER METAL LATH STUCCO GYPSUM BOARD 2 X 4 STUD WALL FOAM INSULATION CONCRETE FOUNDATION WALL UNDISTURBED SOIL FREE DRAINING BACKFILL CONCRETE FOUNDATION WALL DAMP PROOFING FREE DRAINING BACKFILL UNDISTURBED SOIL FREE DRAINING BACKFILL DRAIN TILE CONCRETE FOOTING DAMP PROOFING DRAIN TILE FREE DRAINING BACKFILL UNDISTURBED SOIL SECTION = 1'-0" 4" SLAB RIDGID INSUL. 4" DRAINAGE BED UNDISTURBED SOIL 0 _T _TOP OF ROOF DECK = +1e' - 2" BOTTOM OF FINISHED CEILING = +171- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +7'- 11 1/4" Ah Ah TOP OF FINISH FIRST FLOOR = 0'- 0" TOP OF CONCRETE _ -1' - 2 1/2" EM.M =-14'-91 u Z 4• a' MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT @ Modern Green Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. DATE TITLE 1 2013.04.24 SITE MODEL 2 2013.07,08 PERMIT SET 1 SCALE AS NOTED € RAWING TITLE BUILDING SECTION € RAWING NO. A-301 �1E OF NEN, h~ N F YO'P h 4r �°. 6021 ► 0 �fEsS#000'� RUBBER ROOFING OSB SHEATHING OSB SHEATHING BUILDING PAPER METAL LATH STUCCO SEALANT @ PLATES TYR GYPSUM BOARD CAVITY INSULATION CLOSED CELL SPRAY FOAM OSB BUILDING PAPER METAL LATH STUCCO CLOSED CELL SPRAY FOAM BLOCKING RIM JOIST OSB BUILDING PAPER METAL LATH STUCCO GYPSUM BOARD 2 X 4 STUD WALL FOAM INSULATION CONCRETE FOUNDATION WALL LOW PERMEABILITY SOIL X UNDISTURBED SOIL FREE DRAINING BACKFILL CONCRETE FOUNDATION WALL DAMP PROOFING FREE DRAINING BACKFILL UNDISTURBED SOIL UNDISTURBED SOIL FREE DRAINING BACKFILL DRAIN TILE CONCRETE FOOTING DAMP PROOFING DRAIN TILE FREE DRAINING BACKFILL UNDISTURBED SOIL SECTION SCALE: 1/2" = 1'-0" RUBBERIZED ROOFING R-10 RIDGID FOAM INSULATION ROOF SHEATHING R-10 CLOSED CELL SPRAY FOAM INSUL. R-10 CAVITY FILL INSULATION GYPSUM BOARD w r 4" SLAB RIDGIID INSUL. 4" DRAINAGE BED UNDISTURBED SOIL NDISTURBED SOI N BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +7'- 11 1/4" TOP OF FINISH FIRST FLOOR = 0'- 0" TOP OF CONCRETE = -1'- 2 1/2" TOP OF SLAB = -8'- 9 1/2" BOTTOM OF FOOTING = -14'- 9 1/2" 0 1' 2' 4' MWENOR MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT© Modern Gran Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. GATE TITLE. 1 2013.04.24 SITE MODEL 2 2013.07.08 PERMIT SET 1 SCALE. AS NOTED DRAWING TITLE TYPICAL WALL SECTION DRAWING NO. A31 0 • { ••ti P D 4" SLAB RIDGIID INSUL. 4" DRAINAGE BED UNDISTURBED SOIL NDISTURBED SOI N BOTTOM OF FINISHED CEILING = +17'- 0 1/4" TOP OF FINISHED SECOND FLOOR = +9'- 1" BOTTOM OF FINISHED CEILING = +7'- 11 1/4" TOP OF FINISH FIRST FLOOR = 0'- 0" TOP OF CONCRETE = -1'- 2 1/2" TOP OF SLAB = -8'- 9 1/2" BOTTOM OF FOOTING = -14'- 9 1/2" 0 1' 2' 4' MWENOR MODERN GREEN HOME PO Box 29 Sag Harbor, NY 11963 (P) 631-899-4225 (F) 631-899-4226 www.moderngreenhome.com info@moderngreenhome.com COPYRIGHT© Modern Gran Home Modern Green Home retains copyright to all material within this document set, including drawings, research, details, etcetera. All rights reserved. No part of this document set may be used, reproduced, stored in retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without express written consent of Modern Green Home PROJECT TITLE 2400 RUTH ROAD NEW RESIDENCE LOCATION 2400 RUTH ROAD MATTITUCK, NY 11952 REVISIONS No. GATE TITLE. 1 2013.04.24 SITE MODEL 2 2013.07.08 PERMIT SET 1 SCALE. AS NOTED DRAWING TITLE TYPICAL WALL SECTION DRAWING NO. A31 0